“…Furthermore, owing to the coarse grains [ 53,54 ] and residual stress [ 55 ] of welded joints, pitting corrosion also occurs in welded joints because the residual stress causes Cl − to migrate along the stress gradient easily during the corrosion process. [ 23,56 ] With an increase in the corrosion time (Figure 8c–f), the number of pitting sites gradually decreased, and the overall current density value of the welded joint gradually decreased, owing to the gradual inhibition effect of the corrosion products, Fe(OH) 2 . When the corrosion time was increased to 4 h (Figure 8g,h), the pitting sites almost disappeared.…”